## Engineering mechanics of materialsThis book provides the students of various engineering disciplines with a clear and understandable treatment of the concepts of Mechanics of Materials or Strength of Materials. This subject is concerned with the behavior of deformable bodies when subjected to axial, torsional and flexural loads as well as combinations thereof. It is a 3rd, updated edition of the popular undergraduate level textbook useful for students of mechanical, structural, civil, aeronautical and other engineering disciplines. The book is supplied with problems and a solution manual will be available from the authors. |

### From inside the book

Results 1-3 of 68

Page 394

The

such that the

the

...

The

**column**weight is ignored in the analysis. 6. The end pins are constructedsuch that the

**column**is free to buckle about any axis of the cross sections. Sincethe

**column**is assumed to be prismatic and fabricated of homogeneous material,...

Page 405

(c) The shortest length of this

The ratio of the critical Euler load to the weight of this

section of an axially loaded steel

pin ...

(c) The shortest length of this

**column**for which the Euler equation applies. (d)The ratio of the critical Euler load to the weight of this

**column**. 8.14 The crosssection of an axially loaded steel

**column**is shown in Fig. P8.14. The**column**ispin ...

Page 409

AB is one-half the actual length of the

half the actual length for this case. In terms of loading, return to Eq. 8.16 for Pe

and substitute Le for L as follows : P. = ^ (8.2D But Le = L/2 for the fixed-fixed

case, ...

AB is one-half the actual length of the

**column**, the effective length equals one-half the actual length for this case. In terms of loading, return to Eq. 8.16 for Pe

and substitute Le for L as follows : P. = ^ (8.2D But Le = L/2 for the fixed-fixed

case, ...

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### Contents

Stress Strain and Their Relationships | 60 |

Stresses and Strains in Axially Loaded Members | 121 |

Torsional Stresses Strains and Rotations | 159 |

Copyright | |

14 other sections not shown

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### Common terms and phrases

absolute maximum shear aluminum angle of twist applied Assume axial force axially loaded beam shown bending cantilever beam Castigliano's second theorem column compressive constant coordinate cross section cross-sectional area cylinder deflection deformation depicted in Fig elastic curve equal equation equilibrium Euler EXAMPLE factor of safety FIGURE flexural stress FORTRAN free-body diagram function given by Eq k-ft k-in kN-m lb/ft length longitudinal material maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal stress obtained perpendicular plane stress condition plot positive principal centroidal axis principal strains principal stresses radius ratio reactions Refer to Fig respect rotation shear force shear strain shown in Fig simply supported beam slope SOLUTION Solve Problem statically indeterminate steel stress concentration stress element subjected torque torsional uniform load vertical yield strength yield stress zero